Deep-footing and wide-slab effects in reinforced sandy ground

Journal of Geotechnical Engineering

Volumn 123, Issue 1, 1997, Pages 30-36

  Huang, C C ^a   Menq, F Y ^a  

^a NATIONAL CHENG KUNG UNIVERSITY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

BEARING CAPACITY; FAILURE (MECHANICAL); FOUNDATIONS; INTERNAL FRICTION; MATHEMATICAL MODELS; REGRESSION ANALYSIS; SAND; SOIL MECHANICS; SOIL TESTING;

DEEP FOOTING MECHANISM; FAILURE SURFACE; LOAD SPREADING ANGLE; QUASIRIGID EARTH SLAB; REINFORCED SANDY GROUND; REINFORCING STRIPS; WIDE SLAB MECHANISM;

SOIL STRUCTURE INTERACTIONS;

BEARING CAPACITY; FAILURE MECHANISM; FOOTINGS; REINFORCED SOIL; SAND;

EID: 0030911234     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1997)123:1(30)     Document Type: Article

References (14)

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